Summary for Test 2026-10-07-8-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1001441 DEA: 09398604 EFIS: 0923000036 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-115.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REPLACE WATER LINE. |
| Location Description | INYO COUNTY IN BISHOP AT THE DISTRICT OFFICE AT 500 SOUTH MAIN STREET |
| QA Service Level | 1 (Verified on 08/06/2025) |
Sample Information
| Sample Taken Date | 10/07/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2026 | Sample type | Acceptance |
| A brief description of the sample | Bedding Sand | The quantity of what the sample constitutes | 100cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Carrington | Title of sampler | MREA S |
| Telephone number of sampler | Laboratory sample identification | BS-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | 7/11 Bishop | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 00-000-0000 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile at Job Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-10-07-8
DIME Test ID: 2026-10-07-8-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-10-08
Test Results
What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 10/08/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 591.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 21.1 grams | 96 % | |||||
| 144.5 grams | 76 % | |||||
| 266.1 grams | 55 % | |||||
| 371.8 grams | 37 % | |||||
| 458.4 grams | 23 % | |||||
| 527.3 grams | 11 % | |||||
| 570.7 grams | 3.5 % | |||||
| 574.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Bedding Sand
Test was verified on 10/8/2026 ✔